Loading...
HomeMy WebLinkAbout97D1481U i II_ITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTIUTIFq WuFTHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEY"C ,iLnLONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CAVING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CN96W" TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILM AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND AR SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT F3E ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. BUILDING SETBACKS: REWIRED: FRONT _.... 2tl REAR .................. ............... NOW SIDE.............................................................. NONE * PROM LOT 1 LOT 2 FRONT........................................................... .20' (+)........... 23' REAR............................... ..................... ....... ._08' ........ .... 36' (t) SIDE. .................................. 16 N ............10' (W) 5C �s; ...........41.14' (E) *CONFIRM w/ PROJECT ARCHITECTURAL PINNS 2QCONCRETE CURBING PER 5/C4 SIMILAR AS REO'D. EMBED POST BASE ANCHORS FOR FENCING PER ARCHITECTURAL B MA1M1E ACCESS EIISFAE]IT (AF 8507100452) E%. 7-11 STORE r EX. P.P. EX. TRASH ENCLOSURE 67.7{ 0.88' \ _ _s7.45 -6T2a N 85'57'00 E \ �t 67,53x 67.10 \ 67.83 \ 6z1 EX. PP \ 970L \\ � W/ \ ST. LIGHT \ k GUY WIRE Q \ Q EX. TELVRISER \67.9 f 67.24 /+ 1 V 4 C4 1,V 67.30 \ R = 985.3T _N\L=167.20'\ f EX. 9' EASEMENT TO CITY OF AUBURN FOR UTIUTIES AND \ SIDEWALK (AF 9003231923 +3' EXTENSION) EX. 10J A\ EX. 10' ELECTRIC Ali EASEMENT. AF8911141270 M.o.R• (PUGETPOWER) 6 3 A = 02*01'ST-�� R = 985.37' L = 34.86' NEW 24' (THROAT) DRIVEWAY PER CITY i OF AUBURN STANDARD DETAIL STDW-1 SAWCUT & REMOVE 67 EXIST. PAVING AS NECESSARY & REPLACE IN -KIND PER CITY STANDARDS, SEAL JOINTS $ REPLACE W/ EQUAL �j WIDTH DRIVEWAY PER CITY OF AUBURN STD GTE STDW-1; SITE BM_3 COORDINATE TIMING OF WORK W/ ADJ PROPERTY OWNER I 1 LOCATED IN THE NE 1 A OF SECTION 18, T21 N, R5E, W.M. AUBURN, WASHINGTON I - - 8TH STREET HE _ -CB I EX. SSMH RIM 66411 C. 5. tJ(o N Wii7* E RIM 66.98 IE 6i,Y6• �• 1 • 14 SAWCUi &REMOVE ' � I 8'IE (E)8'IE (E) 6� (BUBBLE UP o ---- EX. CB TYPE I NOT CHANNELED OVER FLOW)1 (t) EX. PAVING � 8 EX, 6" CONC. RIM 63.83 E & C'JRB, INSTALL NEW VERT. CURB 8"IE(S) 60.49 C4 I EX. TYPE PAVING TO MATCH EX. RNA 5 I F" P.P. 8"IE '('E-)' 5. (E) G0.39 GRADE. SEAL JOINT, TYP. EX, 5' GONG. ! 64.15 EX. BUS SIGN WALK 1iA I 64.01 140A0' - EX. DR WY CUT N 853T'OC' E _- (D64.59 64.17 E 2 64.7 9 _ DRWY CUT N 12514 ■4.70 - \ - - - 67.8 EX 24' ,NGRESS/EGRESS too, 64.94 EX. 15' PL8UC -spA., EASEMENT (PRIVATE) 065.31 5.14 SS ESMT. ET 65.52 --'/ It STORM TYPE II-72" 65.32 \ - 1 W SOl1D LID EX, DRIVEWAY 1 "6` •c�," WLTRATION OVERFLOW STRUCTURE EASEMENT RIM 68.16 \ O.F. 64.13 IE (SW) 60.80 3 u E (5) 00.58 EX. NEWSPAPER LF 12"0 PVC E ( 61.32 EX. GRAVEL SHED TO 6E "`•••H���C���S"T` ALL &RAMP 11 SDR-351 S-0-W 0.11 EX. STORM MH TYPE II AREA EX. EDGE OF 65.74,.. REMOVED / 11 USE PERF PIPE IN GRAVEL (TIP) PER ARCHITECTURAL TRENCH PER BET 67.60 66.00 "' 65.7" Al I 41 81E S) Elm EXISTING BUILDING CB J2, TYPE II 5'L{ 8-IE (NE) 61.02 F.F. 6400 65.5T, . 66 \ SEE DETAIL 1 CS M I (SOLID LID) Owl 1 _ EX. 48" PERF. CMP 67.03 RIM 67AP.42 �% �,67.30 11 INFILTRATION TANK 6zz6 IE IS) 60.60.2:5 I o.F= 63.i6 1E (N) 4Ha4P (S) fib 1$ v Iz �s bL .Z ( 66 9a 3 1 EX. STORM MH TYPE IRE o \ 6s.7a:l INFITRf ON STRUCTURE C 67.0o PROFESSIONALFI C4 w/ soLu LID w l 9,152 SF, F.F. 68.59 . •� -�`" •19 1 EX. CURE RIM RI �8.4 LOT �g 3 \ I z TO BE CONIC. SIDEWALK PER a, I REMOVED IE 12' 62.00 66.90 CA - ARCHITECTURAL F \ ?' `�d ( ) _ Iwo ) $`)q�' I, I " �I}EX. STORM / IE (6') 64.00 67.39 \ -66 S• I LOT2 A6 tFKe t3 4°( Ig / (VAULT / I ♦C.O. 0 ENDS OF 48" PERF. CMP I � y1tJJD 66.60 DRAIN LINE k # O TO 0{ INFILTRATION TANK, �20' !`x1LD NO �/ X PARKING I FOR EACH 90'-COTTfwlt 5. 9 I OF MANHOLES SEE DETAIL 1 & 2/C5 I VEN SOT LICIiT 9'-16', I OF HORTYPICAL BEND, I�N -SD - 5 0 PVI.4% EX. ST 6zs7 TYPICAL 6..... /CONI qMB SDR-35 0 1.0% 119 / VALvE 6723 PER 5/04 EX. 15' 8 LF 8'0 PVC / / K'S5 • EX. STORM "IH TYPE II WM r SS ESMT. TO SDR-35 0 1.0%� I < • RIM 66.53 l ....1 MATCH EX. BE VArCA1ED OIL/WATER ,/ 12"E (S) 62.33 VITA C4 /fI GRADES 0 I ; 6"0 PVC SEPARATOR VAULT j� / 07, (N) 6419 1 R - - .1' SDR-35 PER 3/C5 j 10"IE (NE) 61.39 486 i 67 s I _ _ ROOF DRAIN, CB , TYPE I / •I66.96 - �; sz_m 8"IE (E) 62.25 E%. CB TYPE I 199.94' S-1.0%MIN. RIM S7.80 I N 85 TFO- '-15TCU� RIM 65.98 ff 1 I IE 62-4-.18 64.19 CB 11.'E -54' -SD- -// 8"E (NW) 62.61 I SOLID LID I RIM 67.40- •'36 IE (N)-OW ;36� 6C'3(d- /66.58 IE (W) 62i: (12 ! ea.cF aP'b ,- ( 'I I Yx I IE SW) *4(8� (GI 1.1•i-L 1 I EX. F.H. K*ln� PVC SOR-35 1 I I I I SITE BM-2 / T ROOF ORAIN, - 1 5-1.0% MIN � I �' � / .�A�. i�� I I 67 _--------------------- A - q _ I / , / I --- - -Y-__-- _ PROFESSIONAL CFFICE ------------------------- � 8,064 SF, F.F. 69.00/�,k--- r T LOT 1 S 65.60 H/C STALL & RAMP PER ARCHITECTURAL, TYPICAL C.O. -1 -T N 85' E L MATCH EX. GRADES 0 E, TYPICAL Ll'-O' FROM CURB, INSTALL: PAVEMENT QSWALE FROM PROPERTY LINE TO CB /9 SEE SECTION i/C4 CNTR CHAN 63.22 8"IE (S) OUT 81E (E) IN NEW 6" E (N) 63.32 63.98 152.13' szoa 66.99 3-COTTONWOODS SM- LIMITS OF CLEARING & GRADING ARE THE PROPERTY LINE BOUNDARY FOR LOTS 1 & 2. EXCEPT AS NOTED. NO ACTIVITY SHALL OCCUR BEYOND THIS BOUNDARY WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ADJACENT PROPERTY OWNER. EX 15' PUBLIC 24 -21 -22 WATERLINE EASEMENT # SEE DETAIL 5/C4 FOR TYPICAL CURB & PAVING SECTIONS STO =20 DRAINAGE ill, EX, CB TYPE I v _ W) 63.47 1 _■ - _- --66, - rr,.. ye r�SETBACK .L- LINE ADJUSTMENT SHEET INDEX 6%7s • - - 123.14 _ N 855T00 E 67.68 EX. 3' HIGH CHAIN ooS-R,�ui4T Cl STORM DRAINAGE & GRADING PLAN 67 LINK FENCE C2 SEWER & WATER PLAN 2 C3 T.E.S.C. PLAN 2' WIDTH X 6' C4 SITE SECTIONSROCK, DEPTH OF '.RUSHED EARTHWORK QUANTITIES: As-As.•%c7' a NOTES k DETAILS PROVIDE EXISTING 2' BREAK IN CURBING BUILDING CUT = 1,000 CY (t) • FILL = 4,500 Cy (t) SEP 0039-91 GRADING PLA NOTE: SEE ARCHITECTURAL SITEiid FOR FURTHER PROJECT DESCRIPTIDIMENSIONING, REPORT ANY DISCRPRIOR TO PROCEEDING W/ CONST FAC 0001-97 GRA 0019-96 LOT 1 GRA 0020-96 (LOT 2) STM 0039-97 (LOT 1 © BLD 0063-97 (LOT 2) SMR 0073-97 (LOT 1; RECORD DRAINING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: T1TLE/POSI ON �k� CONFIRMED BY CITY DATE: THESE PLANS ARE "APPROVED' FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS APPROVED BY: D ,M , S� -- DATE APPROVED: 3�21 f 0 VICINITY MAP NTS LEGEND SITE DESCRIPTION NEW EXISTING STORM SEWER -so- ---SD- -- SANITARY SEWER _SS_ ___SS_ - WATER W ---W - - - FIRE HYDRANT • - A WATER VALVE N m WATER METER 18 SIVA STORM DRAIN MANHOLE 0 9 CATCH BASIN ■ ❑ SAN-SEWER MANHOLE 0 O STREET LIGHT PARKING LOT LIGHT [❑ ELECTRIC TRANSFORMER ET TELEPHONE RISER o TELEPHONE MANHOLE POWER POLE o 40 . (1 •9t. z_ J nWl N O L) �O I J CD K1 Lo C Z 00 1�1 w w H ^ • 1"'4 w 5 p Z w 00 x J K Ly C2No� o Z C, V) L Q ��3a`no r"^ 8 o U Y � J Q Z W (/-) Li 6 Z d Q J AC PAVING W m cy- CONIC. SIDEWALK 1--- LANDSCAPING N _ EXTRUDED CURB 1----� CONCRETE CURB 00 PARKING ( F SPOT ELEVATION XX.XX xx,xx OWNER INFORMATION: LLi z N m x X LOT L LOT 2: NZ MR. DAN ABSHER MR. FRED POE Z P.O. BOX 280 1501 W. VALLEY HWY N., #103 Q PUYALLUP, WA. 98371 AUBURN, WA. 98001 Z (206) 845-9544 (206) 833-2400 LEGAL DESCRIPTION: Z LOTS 1 AND 2 OF AUBURN SHORT PLAT NUMBER SPL 0005-91 RECORDS Q /R Z ■ ■ AS RECORDED UNDER RECORDING NUMBER 9306091098 OF KING COUNTY, WASHINGTON. LOT 2 SUBJECT TO LOT UNE ADJUSTMENT LLA 0003-97. Q DATUM: Q c� 'H" CITY OF AUBURN BENCHMARK - EL=70.37, Lo R.R. SPIKE IN POWER POLE ON THE SOUTH SIDE OF BTH ST. N.E., N 75 FEET (t) EAST OF 1' ST. N.E. ^ SITE BENCHMARKS: STE BM-2. ELEVATION 69.58, TOP OF NORTHWESTERLY MOST N UPPER FLANGE BOLT ON FIRE HYDRANT LOCATED IN ISLAND SOUTH OF BUILDING ON LOT 3. SITE BM- a ELEVATION 70.90, EASTERLY MOST UPPER FLANGE BOLT ON FIRE HYDRANT LOCATED ON THE WEST SIDE OF W F. p HARVEY ROAD IN FRONT OF LATERDAY SAINTS CHRUCH. W qSH •Y PARCEL NUMBERS: l��F `27060 ' g LOT 1: 182105-WX LOT 2: 182105-9317 AS -BUILT Snpa1 ILT By 9fCISTERE�\�4� ZONING: PINTL4MN104 S13RVE,W/N6 bNAL C3 HEAVY COMMERCIAL 66 z5 S, 190" ssr Alol EXPIRES 3 8 999 -1 1C:F 1JT LU � A �13032, SITE SITE AREA: P" -It Ozs) 6S6-5977 DATE DEC 1996 LOT 1: 0.65 ACRES ,c7,gT<c ; /•Z�J7 LOT 2: 0.92 ACRES DRAWN BY G.MO TOPOGRAPHIC SURVEY: DESIGN BY PATHMANN SURVEYING A.F.P. 1609 SOUTH CENTRAL JOB NO. KENT, WA 98032 (206) 859-8520 96-072 REV. DATE BY DESCRIPTION SHEET NO. 1 3/3/97 G.MO REVISION PER OWNER 2 3/5/97 G.MO GRADING PERMIT PLAN CHECK REVISION C 1 3 3/18/97 G.MO BUILDING PERMIT PLAN CHECK REVISION 4 1/AS/9R I Re A5-BLLIL-T OF 02?- `17 D 1481 ( CONFLICT NOTE: -I!ON: �•,n.L BE RESPONS,3LE FOR VERIFYING THE LOCATION, DIMENSON, AND DEPTH Or ;NG UTILITIES WHETI 3 SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SUH­.'IG THE H!RIZON;AL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INC-LDE CALLING UTILITY LOCATE 01-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UP.LITFES AT LOCATIONS OF NEW UTILITY CROSSNGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIT, LOCATIONS OF SAID UTILITIES AS CHOWN ON THESE PLANS ARE NGf GUARA:,TEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE :ONTRACTOR SHALL CONSULT POE ENOiNEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO °ROCEEDING MT, CONSTRUCTION. WATER & SEWER PLAN NOTES: 1. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND RAFTERS SHALL BE PER CITY OF AUBURN STANDARD DETAILS. THE CITY WILL INSTALL THE METERS. THE CITY MAY, AT THE CITY'S OPTION, INSTALL SERVICES FROM MAIN LINE TO THE METER WHEN THE EXISTING WATER LINE IS IN AN EXISTING CITY STREET; ALL OTHER WORK BY CONTRACTOR. PLUMBING SUBCONTRACTOR SHALL VERIFY THE ADEQUACY OF THE SUPPLY LINE (SIZE/PRESSURE) PROPOSED AND REPORT ANY CONCERNS TO THE ENGNEER PRIOR TO CONSTRUCTION 2. FLOOR DRAINS NOT TO K INSIALLED AT THIS TINE. IF INSTALLED LATER THEY SHALL BE DIRECTED TO THE SANITARY SEWER VIA AN APPROVED OIL/WATER SEPARATOR. 3. OUTDOOR LIGHTING FIXTURES SHALL BE SHIELDED AND DIRECTED TO AVgD LGIRT SPILLAGE ONTO ADJACENT PROPERTIES AND AVIOD GLARE FOR MOTORISTS TRAVELING ON ADJACENT STREETS. 4. STREET CURB SHALL BE PAINTED WTH FORMULA WD YI, FIVE FEET FROM EACH SIDE OF DRIVEWAY 5. PROVIDE HOSE BIBS ® PERIMETER OF BUILDING PER OWNER REQUIREMENTS 6. POST ^'II. DING ADDRESS W/ 18' HIGH LETTERS ON FACE OF BUILDING ASAF REQUIRED BY THE CITY OF AUBURN, 7. CONTRACTOR SHALL COORDINATE POWER, CABLE, PHONE & GAS SERVICE W/ UTILITY PROVIDER. CONTRACTOR SHALL COORDINATE POWER, CABLE, PHONE & GAS SERVICE LOCATIONS W/ BUILDING N ER. PRIVATE ACCESS EASEMENT (AF 8507100452) EX. P.P. EX. TRASH ENCLOSURE '.74 57.36 0 67.53 \ 67.10 67.83 $' \ \ 67.14 EX. PP W/ \ ST. LIGHT \ & GUY WIRE O 90 EX. TEL\RISER 6797 67.24 \ 67.30 y R . 915.3r L-167.20'\ EX. 9' EASEMENT TO THE £ CITY OF AUBURN FOR UTILITIES \ ` AND SIDEWALK (AF 90032319123 PLUS 3' EXTENSION) E%. 10t-/ 2 EX, 10' ELECTRIC EASEMENT .� \ AF 8911141270 (PUGET POWER) o1U, \ , R' 6)1.3 A = 02'01'37" \ 4' R = 99S.3r L = 34.86' CROSSING DATA \ 7 SEWER IE=64.09 TOP=64.59 WATER TOP=63.09 eu IE=62.42 PROVIDE FITTINGS k DEFLECT WATER AS INSTALL: 67,4 NECESSARY TO 10K8 WET TAP PROVIDE 1' CLEAR W/ FULL SADDLE UNDER SIDE SEWER & BLOCKING, , 8" G.V. SAWCUT & REMOVE O EX. PAYING AS g NECESSARY & 'c� REPLACE IN -KIND PER CITY STANDARDS, EX. F.H. SEAL JOINTS SITE BM-3 EX. SSMH RIM 67.95 CNTR CHAN 63.22 8"IE (S) OUT 8"E (E) IN NEW 6' E (N) 63.32 0.88' 1-1 EX. 7-11 STORE N 8557'00" E 'HT 'I i- lo_ i, 4 0SECTION 18, T2111, P. l ly.m. " ` IASNINGi� , X. S. _ M 9E 7 L _ R✓ VERT ;,JR6 I 1'•'� i0' _ I 6 IE Ek ONO. ? P / EX. BUS SIGN-� I WALK -ga - l•R I , g- _ - \jr 4.1 _ 140.00_� 64.59 64. J - 64,43 tt -- /7_T--���� DRWY GUT .� +231A. �F ,,-W 6"6 - s7 8 , _X 94' INGRESS/EGRESS s4.9a s.4 60 EX. RLIC aVTR-35 Sl ' ' r 66 �L _ASEMENT (PRVATE) - - ET 17 65,31 1 :c t cEn�cR $=Z.i/x i 65.52 _ EX STORM MH TYPE 1-72" \ EX. DRIVEWAY EASEMENT - I EX GRAVEL AREEX. EDGE OF . 6571 - �RAVEL (TYP) j 55.57 66 67 26 S6 / 6J.714 ! \ � 67,00 ee ss: 67.23 /' / EX ESMNT. TO BE VACATfl 199.94' FF 08 I/ 1 I PROFESSIONAL OFFICE 8,064 SF, F.F. 69.00 LOT 1 S 65.60 1 Y4' BLDG II SUPPLY „+ " W SDLI6 ITD =65.39 + 'j� _r. a 111 I INF.:-RATAN OvTRFOW STRUCTURE _ J.F fd EX NEWSPAPER(NWt 61 32 SHE. �� EkI3I �N. caNc 64.00 6T IE(S)6t E)61a210 RE 11, rFl IRA i�' iANK �� I { OR •AH TYR, '1-54' z 11 , F�.r .��-�t.�JI'):�/i_ r:( j,r 08 �, V� WITH 4Ti� STRUCI�RE �> 9,152,-5, F. 88. - I �i a ,,` ' - - OLID D d Lc IFE _ - 60A LOT 4 x. )T I � � EX I V - 7.97-T- COJLE .AOT 55 _Y {,KIN(" iHT - 064 ,) "E ' 6. RS J7 d5'5T- E- --_-� X. TYPE _ f .� _ i _ ' "M 65.9E II j I I &f 6L 6 4.1 _ Ol' �I-- - t _ (NW) b2tt, V V _ s ��, I - F.H. p, 9I ; ; .• A2 '�Y •,1� - - SITE BJ �J y --- -- -' -T - a4' _ W-�-W 66.59 EX. CB IYPF I 66 a3 la 'RIM 66.09 1" A EX WAT IN[ a 1> 8'IE (W) 63.47 I, / j I EA -MEN s �{ % r 6l 57 6 6- 1 / � /� r SEX. �TOPM MH TYPE II r / I RIM 66.96 8 ,E (E) 63.01 I 19"IE (N) 62.68 I EX. IREENBELT I SETBACK /i li. PROPOSED LOT - LINE ADd1STMENT ... 1 -855T00' E 14000 -� I - - 1231-14 -6 .75 N 855TUU 66.2_ . - 67. N 8557'Od E 7,5' 67.04 66.98 3-COTTONWOODS ' cull 67.18 24"-21"-22" ' EXISTING ' 68.01 INSTALL: 8><BBLOCKING, E) 15' PUBLIC WATERLINE BUILDING EX, 265 LF 8"/ & EASEMENT DRWY D.I.P. 6' G.V. CUT .a " w` INSTALL Oi INSTALL: (BY CITY) H 1144" WATER SUPPLY, SEE NEW METER BOX & 1 EA.� SEWER & WATER PLAN NOTE /I METER PER CITY STD$ - P ` B"S1AYr' ELBOW s SERVICE PERCITY ASM11, SEW ER & WATER PLAN �.o, (MJxMJ) & BLOCKING 1%' Mm SUPPLY � t"=20' ' V Q2 INSTALL! DEDUCT IRRIGATION " SAWCUT &REMOVE 52 lF t METER PER CITY SM DETAIL 1 O NO. WADM-1, SEE L/S PLAN LIMITS OF CURB, GUTTER & SIDEWALK QS/W & CURB (COORDINATE W/ PROPERTY OWNER LOT 1 METERS TO BE INSTALLED W/ FUTURE IUIDING PERMIT. CONSTRUCTION TO SOUTH), REPLACE PER CITY INSTALL SERVICE LINE, METER BOX & SUPPLY LINE AT THIS OF AUBURN STANDARDS TIME (ARCH TO VERIFY SERVICE/METER/SUPPLY SIZE). 67.66 \ "-L3' HIGH ;HAIR LINK FENCE -N REMOVE EX. BLOCKING, CAP & BLOW -OFF RECORD DRAWING CERTIFICATION fWSE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTPU RECORDS. BY: DATE: -/f- TITLE/P ON CONFIRMED BY CITY DATE: 0 SEP 0039-91, GRA 0019-96 iLOT 1) GRA DOM-96 (LOT 2), FAC 0001-07 OLD OM3­97 (LOT 2), STM 0039-87 (LOT 1) SWR OD73-97 (LOT 1) THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIRFMFNTS LEGEND DESCRIPTION NEW EXISTPIG STORM SE'AER -SD- ---SD-- SANITARYSEWER -S$- ---SS--- WATER -N - ___W - - FIRE HYDRANT Ak A WATER VALVE N m WATER METER ■ BiWM STORM DRAIN MANHOLE '1•. `D CATCH BASIN ■ ❑ SAN-SEWER MANHOLE O STREET LIGHT )c" PARKING LOT LIGHT EO ELECTRIC TRANSFORMER ET TELEPHONE RISER o TELEPHONE MANHOLE cr) POTTER POE o AC P;,kNG CONC. SIDEWALK LANDSCAPING EXTRUDED CURB A=•� CONCRETE CURB A- - - - - - PARKING (1) SPOT ELEVATON xx%x REV. DATE BY DESCRIPTON 1 3/3/97 G.MO REVISION PER OWNER 2 3/5/97 G.MO GRADING PERMIT PLAN CHECK REVISION J__ .,.3Z16/97 G.MO 9MING PERMIT PLAN CHECK REVISION �� • Z n, Z C) O u7 U � O ^ Ln W co � JJ • C 1 W W J ^(p i A Z N O N N 2E 2`< w 0 wv~ zo \ � w a CD Lo ?TsI w 3 O w 0 �3r=� E R z O W is _ r.n o (' CL _ - J ♦- W J coW I- ,v V) N 00 °O F x x S x x Z Q J EL tY W F_ Q 86 W w (N DALE DEC 1,1996 DRAWN BY G.MO DESIGN BY A.F.P. JOB No. 96-072 CL PF 622 z of S 97D14'31 IL' ,' CONFLICT NOTE: ,Al I ION: THE COFT,ACTOR SHALL BE F.ESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES 4H IOU SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYNG THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. -'IS SHALL INCLUDE CALLING UTILITY LDCATE 0 1 800 424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTIUTY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. RECORD DRAWING CERTIFICATION THESE DRAWNGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION CONFIRMED BY CITY DATE: LEGEN DESCRIPTION NEW EXISTING STORM SEWER -SD - - - -SD - - SANITARY SEWER -SS- ---SS-- WATER -W - ---W -- FIRE HYDRANT Q SPOT ELEVATION XX.XX / XX.XX SILT FENCE �- 67.07 PRIVATE ACCESS EASEMENT (AF 85071OD452) EX, P.P. EX. TRASH ENCLOSURE U '.7a T 67.36 67.5311 R' 67.10 X 67.e y 1 BOG s7:H4 EX. PP W/ ST. LIGHT & GUY WIRE 90 EX. TEL RISER 67.24 1\ X 67.30 67 q➢'43'20"- R = 965.37' L = 167.20' EX, 9' EASEMENT TO THE CITY OF AUBURN FOR UTILITIES AND SIDEWALK (AF 9003231923 PL'S 3' EXTENSION) EX, 10' ELECTRIC EASEMENT AF 8911141270 (PUGET POWER) \ A = 02'01'37"----� R = 985.37' L = 34.86' 97 67.3711 � 67.43 EX, 7-II STORE 1R LOCATED IN SECTION 18, T2 i N, 1R5E, W.M. r �- AUBURi`•I, WASHINGTON d-H S. _ _ _ _- --- - -- - ------ - N ,NSTf L CATCh 3A$IN PP,OTLCTIOr! r-__-- - - --- " E 1 DL 'ER )ET6 ,'„ 3 ON ILL CATCH Ao 0 EX. 6" CONIC. EX. TYPL 1 py':kF'0A''`_ - AM`, c Rid l' ;F DIE;. T W'HIE .a,` dF ST: �Iq VERT. CURB � RV 6. i �Pd'J I I _ .AN- IN °0 3Y THE 1 EX. BUS SIGN EX. 5' CON ' i I /° _ 7 c = - - 140.00' WALK = J l N N AS`.. ®bass ban - rI xi� T E ' 64 64.43 ��-- z DRWY CU' N 8�21'4 , 23 4 [- G 8 -LX 24 o S$/ECRES s5.14 H,'p' s4.sa 64.28/ SS ESVT._.. 64.�.-�--�� y' .I _ I °: .� EASEMENT (PRIVATE) 19 65.31 55.5 65 i EX. STORM '1H -tYPE 1-72" EX. DRIVEWAY 65.39 w �• y I I SO!. uJ EASEMENT »�. es II __�--� r� I U� INFIL -P.F C'-ERFLOW .,TRUCTU'E \ III"-- - RIM 65.16 EX. 15' O.F. 64.13 Ss ESMT. /1 I C IL (SW) 3D.e- U_._------'- ..Br 'UU,7"COTTON- E L� IE `;•65.58 EX NF,S� APER y W90D TO BE I I CUR 3 (r. 16).32 EX. GRAVEL ....�. REE.,� D REMOVED II j I I II Tr 3E I U cR. ETO:,.", ;,H TY II AREA EX. EDGE OF e5.74- ._. ...I ... 7"COTTf -0D I I II .. - 1 ^JAR :T60 ' GRAVEL (TYPO ,'2"COTT� :00 iv BERi ,A:D I - 66.00 �s.7 I - d IE :S EJLDIN G TO BE REMOVED I I �.-- I ) 6 6.,i 66 \ T 8"11 (NE) 6 32 F.F 56.00 5.57. 3 ONW'OC_� + I I 3 I((`r = T o pr- MP \ I ° -13" TO I I I 8 _ �. I INF.•ANON AW -- szz6 67.0 13 IS y 3E RE"OVED 6 1 U 510KM .h TYPE II-54" 65.74:U II BUI,I ING °AQ -E 36 -- ;'Ci. ,TRU(:iJR' 67.00 - I 6'.50 �- ) j Ff. 68.30, A[ H W/ .; LID 1 I II PAD ACOCR'.,.Y \ �I "• II 's I I T / Rik 0844 LOT Z 66.80 J L 2"1 6� 6 .39 \ F-' - 66 -� 8 I J I I .I _� II I 11 L? �- - IE (- 54.00 \ L LOT ? ------ / -COTTONWOODS I 6 I I (✓ T- I 9. STI, VALE; - 1 66 se I !0 66.60 U � t 1 � c3.2` � Y1114 � F 67 23 T Q D NO! : r - I EX SI, h^ 'H� Rim 6� 67.15 � - 1 uh u) 64` 65.23 - - -I I IE I ,1.3i a. \ - = f '0, 1 4' I J R IE (F o2.25 -.95� _ - -¢ (ARDS AM. .T'F' 98 SLOPEALL FILL D4. V I , E I POND k DITCHES, TYPICAL t r 3, SWWLE ROCK CHECK FLOWLINE DAM 1 IN 1.0' 1 ib° � °� 1 0.5' ON 2 2 KEY ROCK INTO SWALE 0.25' (MIN) SWALE X-SECTION AT ROCK CHECK DAM I SUMP BEHDD ROC; CHECK DAM SHALL BE INSPECTED DAILY, AND CLEANED WHEN °°oe ° °°° COLLECTED DEBRIS EXCEEDS FLOW®°-��' . 1.0' V4 OF ITS DEPTH KEY ROCK INTO NOTE: SWALE ROCK I (MIN) ROCK SHALL BE 4" MINUS 0.5'-1.0' QUARRY ROCK. ROCK DAN X-SECTION n ROCK CHECK DAM DETAILS C3 N.T.S. l' RLTER FABRIC /\ X IY \ l CATCH BASIN W% GRATE PER'IME.ER SUMP ISOMETRIC V NOTES. 1. DO NOT PLACE FABRIC UNDER GRATE S APART (MAX.) 2. ONCEECRUSHED ROCK PLACEMEKT PROCEEDS FOR FINAL PAVING W^AP C:,.'TE W' FABRIC 2"xfx4 (MIN.) NDCDEN AND REMOVE ABOVE COMM E^NG CB $TAKES DRi INTO ADJUSTMENT AND MAKING WATER TIGrIT. GROUND IB• (MIN.) IN DEPTH 9'4* MINDS ',MASHED I ROCK OVER FILiLR FABF.IC I SLOPE 21 �rlI y, :I yl I (CATCH GRATE) I EONENT :, •P-- I DEEP x 12" Wff .DRIED F IT TYPCAL SIDES) _ SECTION A -A [� L.yf .B. -ILTER FENCE DETAIL /C3 N.T.S. (TO BE USED AFTER NEW STORM CATCH BASINS ARE INSTALLED ONSTE) (C rT -UBURN �, STAPLES G" R. ._ A.- .vMI ( RINGS -2"x2'x14 GA. 'IErALY GRADED % DED WIRE OR DISTURBED T^ BRIO OR i0. SIDE SLOPE WASHED GRAVEL BACKF ILL OR NATIVE MATERIAL \� FILTER FABRIC MATERIAL - • A \ vE u0 Nn 1 V/ z °o • ►� w w � o bX w w 00 X r , I.,d�el ow: =1 N Z H \ C) r J y CDN o ? = W N r - Q rn � W 300 3 J z M .Q m Z N I Cn W E t� O O__ C J W W m F_ �- Iy (n z S w 00 � X m o X x z CL U I ( I -- / \EX STDRM MH Yi'� II 1 65.50 l� 63---- I ` 1 RIM 66§6 I u 11 i 76' 1- - - - - - A4 I nE 53.01 V-) IE=64.75 '✓ 63.34 I II I 9'iE ) 631 2'x4" DWGLAS FIR 11 BURY BOTTOM OF FILTER FABRIC IE=65.00 11"IE (N) 62 68 I (02 EL.r W 4'-0" O.C. MATERIAL IN 8' x 8" TRENCH FILLED EX gRlr- WITH V4 TO 114 WASHED GRAVEL. - _ --�_ •'"� EX. "o" PVC PIPE 1 g 1 EX. CH=ENBELTU ( (AL:'. STEEL FEW POST) -3- 65.55 -65 ROCK CHECK I -� 63.98 T:1P OF PIPE RE TO � I hF I I / SE'9MK I # SEE STANDARD NOTES BELOW TYPICAL SECTION �1STAI�-: TEMP 'v DAMS PER �-� 6,.79 �"U`'�J I I I �✓ ' FILTER FENCE DETAIL I\ E%. 24' INGRESS/ ' dITW • 0,50X DETAIL 4/C3 - - _ /� I 1 S, M , EGRESS EASEMENT PER DETAIL 2/C3 -r -� �54 _j 'I j II P9OrO5ED LOT F (PRIVATE) - X II I Vic- - t L.iE ADJU 7ME " N.T.S. n---U----- >9 - �- % _ I \ - ss.zo 1---4L - J --�--' _ I 1 _ _ _ f--�----� 9 - -�_ _i: SILT r VICE STANGARG NG1ES N 66 o Z_s.oe_____EX. 15' PUBLIC WATERItNE EASEMENT o °66 I t�23�.t4 - 6.7N _ 67.86.25 r E 13' 67,04 EXISTING N 8557'Do' 152. E - - I BUILDING 66.98 3-COTTONWOODS 67.18 24"-21"-22" $ SITE 6M-3 s7.66 , -+ EX. SSMH_/ I RIM 67.95 CNTR CHAN 63.22 L 8"IF (S) OUT 8`IE (E) IN -- INSTALL: SILT FENCE _ _- .�,.^-• /' I m-2 �I _611 PER DETAIL 6 C3 U�� II Imo\ 67 2- .,T c,.NI 1L.S i ,1,-RAP .,E 63 1 -16" TO SILO . S IF jr 1 EX. TEP D SED116ENT POND - 1 I I U BL REA OVEG / NECE: So ' S !.t 6; , I 7 - - Y7 a .� 1 .5.59 Tv 3E USED CONTRACTOR r CITY ,INS ei 1 " BUILDING PAD SHALL 01iLC1 °UDFF TCM'APOS � , /i 2"-6 � 67 - _ _ - � - .� Dx'N0. ,63 3H _ �1 �4 �/ ' WARFY I F.F. 69.00, ADJUST �' I. t.A1N-A1N 4635 C MINIMUM U. 66- ;/ as/ `STALLS).: tEA-- PAD ACCORDINGLY � STOR, I VOLU4E LkQs;'G GRATING _ OPERATIONS. I TY lLOT G2J-6�5 84 - "-' x. -C-B --I 1P-E I 65.65 RIM6.09X65-60 �I CONTRACTOR HAS 64.43 I ,52 ` 1 t A' MEMT _ - _ - _SL, - - Io 8" 1 IW)' 63 4' r65.3o OPTION OF INSTATING I 0. _ g 20'X45/' �OND - J/ _ - -- - -.' - CD -� I 12" CMP TEMP. CULVERT 3:1 - 1� � • F I AT LOCATION OF TINE 8 Q BOTTOM EL. 6000 \._ I _ I 6 INSTALL: 165.51 CONTRACTORS CHOIC): C4 60.7 '4'I 60'�"- - TEMP. CONST. ENTRANCE I 6 _'1.. PROVIDE 1.5' MIN, PER DETAIL 1/C3 PIPE CGVER �'�'� II 1 � _k o7 1 I OR 4"_TO 6" MINUS OUARRY SPALLS U1 GRAVEL CONSTRUCTION ENTRANCE N.T.S. T F (.C. PLAN SLOE GRADES/FILL TO SWALES i 2 1f- _1r i.- �= SLOPE UIFORALY TO POND n SWALE SECTION C3 N.T.S. t 67.63 SEX. H16H CI- ¢IN LINK ..PICE STANDARD STRENGTH �GF;ATE FILTER FABRIC NOTE: ONLY TO BE USED WHERE BONDING OF WATER ABOVE THE CATCH BASIN 'MILL NOT CAUSE TRAFFIC PROBLEMS AND WHERE OVERFLOW WILL NOT RESULT IN EROSION OF SLOPES MAINTENANCE STANDARDS 1. AVY ACCUMULATED SEDIMENT ON OR AROUND TH- FILTER FABRIC F,,OTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVR'D WITH WATER, AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON -SITE OR HAULED OFF -SITE. 2. RECIULAR MAINTENANCE IS CRITICAL FOR CATCH BASIN PRO'wTION. UNLIKE MANY FORMS OF PROTECTION THAT FAIL GRAWALL,, CATCH BA PROTECTION WALL FAIL `.JDDENLY AND COMPLETELY IF NOT MAINTAINED PROPERLY. �LCATCH BASIN PROTECTION C3 N.T.S. IN A) THE FILTER FABRIC SH, L, B- PURCHASED IN A CONTINUOUS ROLL CUT TO S INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE EIE THE :Z4,TIH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ORIGINAL GROUND SURFACE. ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TGGETHER ONLY AT A E) THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR PARED TO SUPPORT POST, WITH A MINIMUM 6-INCH OVERLA?, AND BOTH ENDS THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE SECURELY "ASTENED TO THE POST. TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 94CHES ABOVE r pF WASH, B) THE P'_TER FABRIC FEt.CE SHALL BE &TALLIED Tt'F3LLOW THE CONTOURS THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NCT BE STAPLED (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 TO EXISTING TREES. FEET APART AND DRIVEN SECURELY INTO TriZ GROUND (MINIMUM OF 30 F) WHEN EXTRA -STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE aac f INCHES). USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. 14 SUCH A 27060 ' C) A TRENCH SHALL BE EXCAVATED, ROUGHLY 8 LW,.,ES WIDE AND 8 INCHES CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS ,9f0/STER`� DEEP, UPSLOPE AND ADJACENT TO THE WOOD PCST TO ALLOW THE FILTER WITH ALL OTHER PROVISIONS OF STANDARD NOTE E. APFLYNG. S,dNAL E +\ FABRIC TO BE BJRIED. G) THE TRENCH SHALL BE BACKFLLED WITH 3/4-INCH MNIMUM DIAMETEF D) WHEN STANDARu STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT WASHED GRAVEL. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY EXPIRES 3 H FENCE SHALL BE FA�.u.c SECURELY TO THE L'SLOPE SIDE OF THE POSTS HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE Y/!•tt4Z USING HEAVY-DUTY WIRE STARES AT LEAST 1 'NCH LONG, TIE WIRES OR AREA HAS BEEN PERMANENTLY STABILIZED. HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A M1A,WIM OF 4 H) FILTER FABRIC FENCES SHALL BE REMOVED *0 THEY HAVE SERVED DATE THEIR USEFUL PURPOSE. BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN DEC 1"15 SEP 0039-91, GRA 0019-96 (LOT 1) PERMANENTLY STABILIZED. D,,A11H BY . GGRA 0020-96 (LOT 2), FAC OM-97 1) FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH GMO OLD OW97 (LOT 2 STM 0039-97 (LOT 1) RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY SWR 0073-97 (LOT 1� REOIMD REPAIRS STALL BE MADE IMMEDIATELY. DESIGN BY A.F.P. THESE PLANS ARE "APPROVED' FOR C1+►+'l JOB NO. CONFORMANCE NTH THE CITY OF AUBURN 96-072 nF ozz 1 of 5 97014191 *A.C. PAVING 0 cuvc. WKU W CHAMFER TYP. y Na • 1B• D.C. SLOPE PER PLAN s .6-0 e --.o� • o * CRUSHED ROCK J * COMPACTED SUB-BASE/J BACKFILL * SEE NOTES • RIGHT • I —III , EX, GRADE 1=1 I-1 =1 !=1, *, PER PLAN, VARIES ! EXTRUDED CONCRETE CURB PROPERTY LINE z• CLASS AM j 1= r: MINUS CSTC, x 1.0' MIN. 4' DEPTH 7- COMPACTED SUB -BASE PER III— GEOTECHNICAL REPORT EMBED CURB INTO GROUND A PRW& HEAVY PAVNG SECTION 1 v DISTANCE EQUAL TO 1.5 X THE HEIGHT (3• AC, 6' CSTC) * MAN DRIVE OF RETAINING (1.0' MN., 1.5' MAX) AISLE AS/1F REQUIRED BY SOILS REPORT/OWNER COMPACTED BACKRLL 5 TYPICAL CURB do PAVING SECTION C4 N.T.S. CITY OF AUBURN STANDARD METAL FRAME k GRATE EL = fe7.5(o —� i l -1 I-111I 1 ADJUSTMENT BRICK , (4" MN., 12" MAX.) --OFFSET TOP SLAB 100 YR EL-64.90 _ STANDARD GALV. STEEL LADDER/ 0 25 YR EL=63.90 STEPS 8' CAP RUBBER GASKET �'y� 6' 12• PVC SDR-35 MIN. SHORT NIPPLE HEAD; 100 YR = 2.81' OUTLET/BY PASS 5' MIN• (LURE BOTH ENDS) 25 YR = 1.60' PIPE TO INFILTRATION — - 63•/0 SYSTEM ,/ A.C. OR G.P.K. Q MANHOLE ADAPTER TO0/W O/W TO SEP. J NEW 8' PVC SDR 35 12" PVC SDR 35 ro /,A, TO 0 SEP. INLET PIPE FROM C806 8'x B"x 8• PVC TEE RUBBER GASKET ✓DNTS 8' RUBBER GASKET PLUG W/ 4WO ORIFICE NEW CB #5 — TYPE II-45' ca N.Ts. 7 T...C. POND SECTION G SCALE: 1'-20' HORZ. ZL 1"=2mm 1. RECORD DRAWING CERTIFICATION THESE DR.,WINGS CONFORM TO THE CONTRACTOR'S CONSTRUC RECORDS. BY: DATE: nTT�/P0 1T1 CONFIRMED BY CITY DATE: LOT t, 2 . . :EX GRADE G I 1r 64.00:. ..... I ..... ....... ._. rrKs cl 63.0 r j CF b VOL Mot 62 00 ;. .... .� ./ -1 . .. PROPOSED GRADE P0110 BDITOM ELF 00 6000E .... -...... ._. ....... 1117 I H I . . B T.E.S.C. POND SECTION C4 SCALE: 1"-20' HCRZ. ZL SEP 00311-91, GRA 0019-96 7 1) 1'=2' VERT. BRA 0020-96 (LOT 2). FAC OD01-97 BLD 0116-97 (LOT 2)), STM 0039-97 (lOT 1) SWR 0073-97 (LOT 1) THESE PLANS ARE "APPMED' FOR Mwm CONFORMANCE PATH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS APPROVED BY: K_Zlil r+.-..+ DATE APPROVED: REV. I DATE BY DESCRIPTION 1 03/03/9. G.MO REVISION PER OWNER 2 3/5/97 G.MO GRADING PERMIT PLAN CHECK REVISION 3 3/18197 G.MO BUILDING PERMIT PLAN CHECK REVISION 4 I/15/4R REa Ac,— Ps",LT- b-0 •9 Z J v J Is Q)00 Z p Zw L� • 1� w > o ^j CD Z W N � X H C p C> Z N C w co = I fn 3co 0' O J (p s O Z p F J 2 � Q z C) LLI (n O 7 L- EL Q LLI Lj m CY N z S � 00 x x x x � Aw m W o H�— U L.il Cn Ld m 311­t &IA DATE DEC 1996 DRAWN BY G.MO DESIGN BY A.F.P. JOB NO. 96-072 SHEET NO. C4 PF �zz 4 aF _ LT7D 14'3 l _N7_7 L CONSTRUCTION NOTES RV?,AN,HIP 'ND t:ATERiA..3 SHALL CONFORM TO THE CITY 1 OF iN , RF( J:SEMENTS AND SPECIFICATIONS. 2. SiA+,.A„J FLANS Sr ECI_ICATIONS SHALL BE WSDGT/APWA LATEST I E, ";ON AS MODIFIED BY THE CITY OF AUBURN, INCLUDING AUBURN'S S,A,NDO.RD DETAILS, AND DEVELOPER'S SPECIFICATION. 3 A COPY THESE APPROVED PLANS AND APP'JCABLE CITY DEVELOPER c,°EC„iC,;;ONS AND DETAILS SHALL BE ON -SITE DURING CCNSTRUCTION. 4. A PRECONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR .ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. PRIOR TO STARTING CONSTRUCTON, THE CONTRACTOR SHALL CALL ONE - CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 'H CONTRACTOR SHALL BE 6. DURING CONSTRUCTION THE C REQUIRED TO CONTROL ON -SITE STORM WATER RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION/SILTATION CONTROL PROCEDURES. 7. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UTILITIES. 8. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES 12 INCHES (12') OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION (CSS-1). 9. TIME LIMIT RESTRICTIONS WTNMN EXISTING RIGHT-OF-WAY WILL BE APPLICABLE AND DETERMINED At THE PRE -CONSTRUCTION MEETING. 10. THE CONTRACTOR SHALL INSTALL REPLACE, OR RELOCATE, ALL SIGNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITYS STANDARD DETAIL NO. TRSP-1. 11. POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER. STORM) OF FIVE FEET (5). 12. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER, 13. THE CONTRACTOR WALL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE EMISSIONS AS A RESULT OF CONSTRUCTION ACWTY THE CONTRACTOR SHALL ALSO SYM ALL AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE MUD DEPOSITED AS A RESULT OF PROJ.CT CONSTRUCTION ACTIVITY. 14. CERTIFIED DRAMNGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TC THE CITYS "RECORD CONSTRUCTION DRAWINGS' REQUIREMENT. 15. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ACJUSTMENT NTH BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES (14') WTHOOT ADDING NEW SECTIONS. 16, ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHT-CF-WAY OR EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAVING, AND CONFORM TO THE CITYS STANDARD ADJUSTMENT DETAIL NO. S-FG-1. ALL UTUY CASTINGS OUTSIDE OF PAVED AREAS SHALL BE INSTALLED NTH A CONCRETE COLLAR AROUND THEM. 17. ALL CONNECTION OF SDR 35 11% PIPE TO MANHOLES SHALL BE MADE BY USING A.C. OR GPK MANHOLE ADAPTERS, OR APPROVED EQUAL. 18. THE MAXIMUM OR LENGTHS SHALL NOT EXCEED 12'-6" FOR SDR 35 119. BEDDING FOR PVC PIPE SHALL BE 5/8' WOA CRUSHED ROCK, FOUR INCHES (e) MINIMUM UNDER, TO SIX INCHES (6� MINIMUM OVER PIPE, AS PER CITY OF AUBURN STANDARD DETAIL NO. GEPI-3. 20. BEDDIN'G FOR CONCRETE A'O DUCTILE IRON PIPE SHALL Bt. 5/8' MINUS CRUSHED ROCK, SIX INCHES (6") MINIMUM UNDER, TO SIX NCHES (6') MINIMUM OVER THE PIPE, AS PER THE CITY OF AUBURN STANDARD DETAIL NO. GEPT-2. 21. REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACKFILL DETAIL NO. GEPT-I, G4PT-2 AND GEPT-3 FOR CONSTRUCTION URE, 122. ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL SS 'A' BANK RUN GRAVEL FOR TRM BACKFILL PEP SECTION 9-03.19. 23. PIPE TRENCH BACKFILL MATERIAL WITHIN THE IMPROVED RIGHT-OF- WAY SHALL BE 5/8' MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET. 24. CONTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND CITY OF AUBURN. T5. THE CONTRACTOR IS REQUIRED TO HAVE STANDARD NOTMSTANDARD DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE. I GENERAL CONSTRUCTION NOTES FOR 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED RETENTION OR DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUN-OFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL bRNNAGE WAYS. 2. THE DETENTION, SEDIMENTATION (RETENTION IF INFILTRATION SYSTEM IS USED) AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWMOd ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET AN"ATED SITE CONDITONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACIUTIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATON, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPCNSBIUTY OF THE PERMITTEE. 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) JONTROL POND SHALL REMAIN IN PLACE UNTIL THE PERMANENT STORM SYSTEM IS IN PLACE AND OPERATIONAL 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. 5. DENUDED AREAS AND SOIL SMICKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE:.` FROM APRIL 1 TO OCTOBER 31, ALL DENUDED AREAS AT FINAL GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN 10 DAYS. H?OIIkNOVEMBER 1 TO MARCH 31, ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STABILIZED . IMMEDIATELY USING PERMANENT OR TEMPORARY MEASURES. EXPOSED SOILS WTH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5;000 SQUARE FEET THAT WILL KMAIN UNWORKED FOR MORE THANK 7 DAYS SHALL BE STABILIZED IMMEDIATELY. STORM SEWER CONSTRUCTION NOTES I. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY STORM LINE CONNECTION PERMITS FROM THE CITY OF AUBURN, PRIOR TO CONSTRUCTION. 2. ALL STORM DRAINS WTHIN THE DEVELOPMENT SHALL HAVE STENCILED: "DUMP NO WASTE - DRAINS TO' EITHER 'STREAMS", 'WETLANDS', OR 'GROUNDWATER' AS APPLICABLE. St "ITARY SEWER CONSTRUCTION NOTES APPROXiM,%TE TIL"_/CUT ' UANITITY ": TYPE 1. THE LOCATION OF THE SIDE SEVERS SHALL BE MARKED AT THE END OF THE SITE SHA D. ST..:PF-D L . P GF' BE NG ' J I,''', BFI C APPROX..AATEL THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2X4, FOUR FEET TO A 6" DEPI 7WAT:L IL JL IS 45 J C". ESTh- -D (4') LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET (S). CJT CUANITY ,000 C.Y. .). Ci I: „TO T U Y. THE LOWER END SHALL HAVE A 2X4 CLEAT NAILED TO IT TO PREVL'T S--MFICATOI+., F,?�SIK-_ .iRAI, 1L - WITHDRAWAL Of THE STAKE. THE EXPOSED ONE FOOT (1') SHALL BE ,- _AE FIL'_ MATERIAL TO - CLEM IV._.. -.ACE E J. SA: MM-L PAINTED TRAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWEII'DR =_E .TUN . ;'„}IQUT WAS-- AS 111PED , WAC '-304 'I D. SHALL BE INDICATED IN BLACK PAINT ON THE 2X4. - 00% PASS,\-, 4" SIEyE 2. CONTRACTOR SHALL ANY NECESSARY WE SEWER CONNECTION PERMITS - 25Z TO 70% PASSiI,G 1/r" SIE. CITY OF AUBURN PRIOR TO CONSTRUCTION. FROM THE CI B -10% MAX. PASSING 200 :+EVE I 3. UNLESS OTHERWISE APPROVED, ALL CONNECTIONS TO EXISTING SEWER MAC! - DUST RAIN) - i PAS- d200 NTH NEW LEES SHALL BE DONE BY THE CITY OF AUBURN. THE CONTRACTOR % PA$,�!NG +D SIEVE SIEVE SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION PIPE - SAND EQUIVALENT = 35 MIEN. INSTALLATION, BACKFILL AND PAVEMENT RESTORAMON. S A � Sa ALL AREAS TO BE GRAD D Shn,E . CLEnrck OF ELLTATION, BRUSH, IND AN'f 081404S EXIST,_ JERRIS!INC STRIPPCL OF ANY WATER LINE CONSTRUCTION NOTES TWSEML AND UNDERLYING SOILS Th,. ARE BUT,LOOSE AND/OR CONTAIN SIGNIFICANT AMOUNTS OF ROOT A° 0 OTHE4 ORGANIC MATTER. A 6" DE. TF' OF STRIPPING IS E:SPE,,,ED, .,RE OR LESS; 1. PIPE FOR WATER MAINS SHALL BE DUCTILE IRON MEETING ANSI HOWEVER, STRIPPING SI'1,LL TAF F-ACE -) ).oATEVER ;, _P ,H IS SPECIFICATIONS A-21.51 OF LATEST REVISIONS AND SHALL BE NECESSARY TO REMOVE ORGAN- MA--._, AND SOFT/UNSTAP'.E' THICKNESS CLASS 52. PIPE SHALL BE CEMENT -LINED, IN MATERIALS FROM BENUTH .AREAS TO BF FILL_D AND/',AR PACffD. ACCORDANCE 'NTH ANSI SPECIFICATION A-21-4 OF LATEST SIRIPFING SHOULD EX.-OSE MEL;UM DENSE, STIFF, O2 aN'PE REVISION. COMPETENT, RON-ORGANIC EXISP.\C SOILS. 2. ALL PUBLIC WATER MAINS SHALL HAVE A MINIMUM COVER OF 42 INCHES (42-). 3. ALL VALVES FOR WATER LINES SHALL BE RESILIENT WEDGE GATE VALVES FOR TWELVE -INCH (12-) AND SMALLER. BUTTERFLY VALVES SHALL BE USED WHEN OVER TWELVE -INCHES (12'). 4. JOINTS, EXCEPTS WHERE OTHERWISE REQUIRED OR SHOWN ON THE DRAWINGS, SHALL BE EITHER MECHANICAL -BOLTED TYPE, OR PUSH - ON RUBBER RING GASKET TYPE, CONFORMING TO AMERICAN NATIONAL STANDARD A-21.11 Of LATEST REVISION. 5. PIPE FITTING SHALL BE DUCTILE IRON AND SHALL HAVE THE SAME KIND OF COATING, LRYNG AND STRENGTH AS THE PIPE TO WHICH CONNECTED AND SHALL CONFORM TO ANSI SPECIFICATIONS A-21.10 A-21.11 OF LATEST REVISION. 6. HYDROSTATIC TESTS ON THE NEW PIPE LINE SHALL BE MADE IN ACCORDANCE WITH THE "PROCEDURE FOR WATER -PRESSURE TESTING WATER LINES" AND THE LATEST PROV'SIONS OF AWWA C 600, EXCEPT AS MODIFIED HEREIN. ALL EQUIPMENT NECESSARY TO MAKE THE TEST SHALL BE FURNISHED BY THE CONTRACTOR, AND THE CONTRACTOR SHALL CONDUCT ALL TESTS UNDER THE SUPERVISION OF THE CITY ENGINEER, PRESSURE TESTS SHALL BE MADE ON ALL PIPING AND APPURTENANCES INSTALLED UNDER THIS CONTRACT, INCLUDING ALL CONNECTION TO EXISTING MAINS AT A MINIMUM TEST PRESSURE OF 200 PSI. 7. DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REQUIRED PRIOR TO CONNECTION TO THE EXISTING WATER LINES AND SHALL BE IN ACCORDANCE WITH THE LATEST PROVISIONS OF AWWA C 601. 8. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY WATER SERVICE CONNECTION PERMITS FROM THE CITY OF AUBURN. PRIOR TO CONSTRUCTION. 9. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES *3 METERS SHALL BE PER CITY OF AUBURN STANDARD DETAILS SE"VICES SHALL BE A MINIMUM 4'4 INCH TYPE K COPPER TUBING. SEVICE LINES OVER 1 INCH MAY BE TYPE K COPPER OR GALVANIZED PIPE. THE CITY OF AUBURN WILL INSTALL THE METERS. THE CITY DULL INSTALL SEVICES FROM MAIN LINE TO THE METER WHEN THE MISTING WATER LINE IS IN AN EXISTING CITY STREET. 10. MEG-A-LUG TYPE RESTRAINTS SHALL BE USED AT ALL BENDS. FOR TEES, 90' BENDS, AND SPECIAL CIRCUMSTANCES, CONCRETE BLOC..N'G SHALL BE USED PER CITY STANDARDS. 11. ALL WATER MAINS SHALL HAVE A BLOWDFF ASSEMBLY AT LOW POINT AND AN AIR VACUUM RELIEF VALVE AT HIGH POINT OF MAIN. 12. THE FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO STANDARD DETAIL WASFH-1 AND SHALL STAND PLUMB. SET TO FIW3H GRADE WITH THE LOWEST OUTLET BEING NO LESS THAN 18 INCHES (167 FROM FN'Sr. GRADE, AND A CLEAR ZONE AROUND HYDRANT OF NO LESS THAN 36 INCHES (36"). THE PUMPER PORT SHALL FACE STREET OR IL. A,, LESS. 13. ALL VALVE BOXES IN PUBLC R,GHT-OF-WAY OF EASEMENTS SBA, BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVI,) IS COMPLETE IN ACCORDANCE 7 THE CITY OF AUBURN'S STANDARD DETAIL NO. STG-,. 14. BACKFLOW DEVICES REQUIRED WITH FIRE PROTEC"INN AND IRRIGATION SYSTEMS, AND TO BE INSTALLED PM CITY OF A,BURN'S DETAILS. 15. THE UNDERGROUND FIRE SPRIROER SYSTEM SHALL BE APPROVED BY THE FIRE MARSHAL AND INSTALLED BY A STATE UCENSED FIRE SPRINKLER CONTRACTOR. GRADING NOTES 1. THE CONTRACTOR SHALL GRADE THE SITE TO THE GRADES SHOWN F;R THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE REQUIREMENTS OF THESE DOCUMENTS AND THE PROJECT SOILS REPORT (IF ANY) REGARDING ALL PAVING SECTIONS, CONSTRUCTION METHODS, AND OTHER SOIL RELATED REQUIREMENTS. 2. THE CONTRACTOR SHALL SUBMIT FILL SOURCE, SPECIFICATION AND A HAUL ROUTE PLAN TO THE CITY OF AUBURN FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING WITH ON -SITE WORK. 3. FINISHED GRADES SHOWN ON SHEET Cl. n FRAL'E .END W,M- m- 'h"-2" W'.SHED OR STEPS OFFSET SEE - o .,JCK PLAN ,.LIP Y - I INCREASE OFFSET TOP ;LAB i - t & CASK. OF.,Ww SZE .t �, \ AS WEMSAR',' FOR \ ACCESS 1 j :.J.90 :AC_ STI n' cS S EF SUFPORT- D BRA W 'URI;E;U..S� AN. JREO T< eA R I J JO' J TO C:x.- E L ( h. 1X OR* 1 M',. ONE .L'FOR -. I -XI o {_TER FABRIC 0 (TYP.) °o 0c A.C. OR Pt' o- ANHGLE o C ,i ADAPTER � WASW-D o o en 1, ell ROUND SOLID COVER MARKED "DRAIN" ,� AO USTMENT BRICK (4" MIN., 16" MAX) STANDARD GALV:'#CZED STEEL LADDER/STEPS 0 12" O/C 2 65 50 a 0 12' o 0 0 0 0 0 o WATER TGHTo 0 0 i1OCK li PVC CONNECTION *_.TRFLo* I 1° o 0 0 0 0 0 ° - - PINE To, 0 0 REQUIREMENTS FOk FXFJFED ZL STABILZn'ION 0 1211r. PVC- 2 o TEE, RUWx ° 0 ° 0 z DENUDE' A"EA$ AND SOIL STOCY,FI°cS MUSt BE STABILIZED A' ;OOK' TO T'- FL- WING 4 ' I GASKET JDINr ELEV.=59.50 6' MIN SCHEDULE, AS REQUIRED BY THE BUILD& OFFICIAL i Ilion. _.� .� D - (REMOVABLE) _ III.-- ! CL30TTOMOSED CAP FROM APRIL 1 TO OCT06LR 51 ALL DENUDED AREAS AT FiNi.. GF„+:QE . w A4 .�i?vS� d _ 1 (- 0D AREAS THAT ARE SCHEDI:LED TO REMAIN UN'IYORKED ':R MCA,-, AN _J 0.A':'S %.,L BE STABILIZED 'IVITHIN 10 DAYS. c , A N' E FROM NOVEMBER 1 TO MARCH 31 ALL XPOIFISOBS .tk GoAD, :.�`ALL B: &LIZED " 2 C4MEDIA7ELY USING PFRL.., EN7 OR 7E"A. M.. SVR °. _ .0 E _S WITH AN AREA v '' 7 ATION 64.90 00 0 o---a- -i _ - 64.50 25 YR WISE 80 00 2" MIN. _ = 63.69 ° AIR VENT - O O O O 48'4 11 RETEN ION `s TAM( O O O 0 ° -eo-* roo.25 �59.50 o SHOP FABRICATED 36" DIA NIPPLE AT 801N ENDS OF 48" DIAL INFILTRATION TANK GREATER THAN SDOC auumc _E� THAT Ar SCFL��. D 1:.a: , L..,,,..KED FOR IIGR4: 4n THAN 24 SOURS ',ND EXP'S. AREAS C LFFS T'AH 0' :QUk . FLi THAT WILL RE'ALY REMOVE �}OI ES UNWORKED FOR MORE Th,N DAY" 3r.uL BE .iA311.1:.0 MEDIA T. _� �L,�M if S AB;.T_ATI' . SHALL Uv,+SIST I jLCMAG )R HYL :EDIN F SHO,.. 0, THE ,NS. MULCHING :,HALL BE HAY OR STRA , A,-jBL 'T A ,RATE OF'00 PE. ­1 (APPR. �. 2' THICKNESS). AMPLY M T' RE BELT: 0 'R. A'ED SL° 3ED A" :ATE 0 LB/ACRE URBA:: APPLICATION ew --A-- w A-,�.g�Ji -.3ii_j _''•',.:rL KENTUCK'I BLUEGRASS I., (ADELPHI. U&ECN OR Lbf� CREEPING RED FESC . (POWN 40% 9d Y. PERENNIAL RYE 30% 91 90 (DERBY OR PENNAN CONSTRUCTION SEQUENCE 1. ATTEND PRECONSTRUCTION MEETING WITH THE CITY OF AUBURN IF REQUIRED. 2 ESTABLISH CLEARING AND GRADING LIMITS. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE. 3. CONSTRUCT PERIMETER DITCHES, FILTER FABRIC FENCES AND 4. OTHER EROSION CONTROL DEVICES AS SHOWN. ALL DITCHES AND SWAI_ES AS SHOWN SHALL BE INSTALLED TO DIRECT ALL 5. SURFACE WATER TO THE TEMPORARY SEDIMENT POND AS CLEARING AND GRADING PROGRESSES. NO UNCONTROLLED SURFACE WATER SHALL BE ALLCWFD TO LEAVE THE SITE AT ANY TIME DURING THE GRADING OPERATIONS. 6. GRUBBING, GRADING & BUILDING CONSTRUCTION MAY BEGIN. 7. CONSTRUCT UTILITIES & PERMANENT STORM DETENTION & CONVEYANCE FACILITIES. NO RUNOFF SHALL BE ALLOWED TO ENTER THE PERMANENT CONVEYANCE STSTEM UNTIL SITE HAS BEEN STABILIZED TO THE SATISFACTION OF THE CITY OF AUBURN INSPECTOR. 8. PROTECT ALL CATCH BASINS PER 2 & 3/0 AFTER INSTALLATION. 9. COMPLY WTH THE GRADING, DRAINAGE & EROSION CONTROL NOTES IN T,c CONTINUOUS OPERATION AND MAINTENANCE OF THESE FACILITIES, 10. PAVE SITE, CLEAN ENTIRE STORM SYSTEM, SWEEP STREETS AS DIRECTED BY -iE CITY OF AUBURN INSPECTOR. a L C � _''E II h"'_ �t I GJr_ -W STFUCTURE PEF Is REPoR" _ IL r4 0 i c 11 °O , U - 0 Ap /•, _BERATE_ I'4LTP.AWN I, K -,'_LL fAB'' °c 00 TYP1 . .:f' _,oES e� -l� 0 LII Iio.5C -. Il.aIt C)° IE=` o , ..L - - 1-u - _ W s . AWTN 6' I TAN... ::jy/,NCr PER- RATE AVERAGE. BUT. & SIDES TR_NCu SECTION \11V +'-: PAVMC PER 5/C4 y P a �COMFnCTED BACKFILL t° ° ' • ' 0 0 'I PER SOILS REPORT ° ° n t o °2.00 0° ° - N4"-2' WASHED GRAVEL FILTER - 00FABRICcTYP. TC- _ 'SIDEa I_"I PVC S .:-35 oPERF PIPE, .,LOPE �f PER PUN FROM CB 05 COALESCING PLATE OIL/V ATER SEPARATOR 1. PLATES SHALL BE NON -POLYPROPYLENE, SPACED NOT LESS THAN 3/4 INCHES APART AND INCLINED AT AN '-VOLE OF ,5 1EGREES FROM THE HORIZONTAL 2. DES rLOW RATE FOR THIS PROJF_CT IS 0.29 CPS = 16.65 CIA. AT A RISE RATE C. R066 AND F' ATE AN'.,LE OF 55 DEGREES THE REQUIRED S.TfALE AREA OF THE PLATES SHALL BE 16.85/0.06E/COS(5') = 445 SF. 3. THE VAULT SHALL RAVE TWO 3-FOOT BY 3-FOOT HATCHES NTH GAUANIZED DIAMOND PLATE, SPRING -ASSIST HINGES, PENT" - HHEAD BCLT LOCKING ATCH AND REUSSED LIT HANDLE DUORS MUST OFEN A FULL 180 DEGREES. 4. SEE PLANS AND DETAILS FOR FURTHER INFOR:4ATION. 5. THE PIRG LRTY OWNER SHALL BE RES )NS19LE FOR MAINTENANCE, AEANNU AND OPERATION OF THE OIL/WATER SEPARATOR. 11 ;F WATER VAULT HATCH SURFACE SAME /PER NOTES RIM=68.0 t NEE / -\¢/ \ GATE VALVE 0.28 CFS r L I I I I I I I I If' Ptr SDR-35 I IE FTMSPwN Aa' I DT 6/C4 IE=62.03 INSPECTION TEE CS / N.T.S. ' `? J, .->1, ., 09-9/ (LOT 1) 4 TRENCH $ETION GRA 0C':-95 -)' FAC 11001-97 CEL"R 2 S.M 0:39-97 (LOT 1) \i SVF,, U073-"7 (LOT 1 ��. RECORD DRAINING CER..riC, 10N THESE DRAVIINGo CONFORM TO TIE CONTHAOTOR'S CONSTRUCTION RECORDS. BY. • j � DATE IITLE/POSIT I _ CONFIRMED PY CITY---- DATE: THESE PLANS ARE "A?H3; J' FOR =11,419E CONFORMANCE WTH 74;' C Y :i A BURN _ ENGINEERING DIMSION..RE�vRE.0,S REV. APPROVED BY: OA.6 , 2 DATE APPROVED: -3/2111 17 A ----jsi• 8" PVC SDR 35 TO CO #3 ZL FLOW L 6W-CPS UTILITY VAULT BAFFLE OIL\WATER SEPARATOR W/ COALESCING PLATES PER NOTES, OR EQUIVALENT AS APPROVED BY THE CITY OF AUBURN. DATE B DESCRPMN I/03/97 C.MO REVISION PER OWNER 3/5/97 G.MO GRADING PERMIT PLAN CHECK REVISION SLJ8L97 GMO BUILDING PERMIT PLAN CHECK REVISION hs/l9I2EN I AS- 1%u4LT_ �V N A` W n O � N La x Ac F w N \ �f L O < m 00 cQi ME LW a < 4 a� J z Q � � m � a (n c/) W C C) L1 -i L.4J L:0 tz I- °i V) _ i I _ W � �' 4c co x x 4 J Q E- W 0 (N 1ij I._ C) Z 51 34. DATE DEC 5 DRAWN BY G.MO DESIGN aY A.F.P. JO NO. 96-072 , SHEET NO. C5 pF ort 5 of 5 `17514%1